My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
AG19910506
CabarrusCountyDocuments
>
Public Meetings
>
Agendas
>
BOC
>
1991
>
AG19910506
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/28/2003 9:14:47 AM
Creation date
11/27/2017 12:03:24 PM
Metadata
Fields
Template:
Meeting Minutes
Doc Type
Agenda
Meeting Minutes - Date
5/6/1991
Board
Board of Commissioners
Meeting Type
Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
129
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Board of CO~missioners, Cabarrus County, North Carolina <br />LAW ProPos~-I No. <br />April 1, 1991 <br />(Revised April 19, 1991) <br /> <br /> We understand that several methods of foundation stabilization were <br />proposed, but that undercut end soil replacement ia the method selected. <br />Other options ~iti~ly included sot1 ~ensification ~u~h t~e use of <br />compaction or vib~-replacement. In a~dition, the us~ of a slurry tren~ <br />a potenti~ option. We ~derst~d tha~ the options a~ve may be implement~, <br />if needed. <br /> <br /> Plus c~l for ~e m~n spillw~ support area to be'reinforced through <br />the use of mini-mugerc~t piles. We ~derst~d that the pedestri~ bridg~ <br />intake stmucture will be supported by steel H Piles and that the auxiliar~ <br />spillway is to be constructed using ~oller-compacted concrete. The dam <br />st~cture itself will ~ const~cted of sever~ specified soil t~es. <br /> <br /> ~e above info~ation w~ ob~ned f~m oum geotec~ic~ report (~W Job <br />No. CH 611~), dated April 6, ~9~, our review of the project specifications <br />~d discussions w~th Mr. Paul Watson of ~R, Inc. <br /> <br /> S~PE OF <br /> <br /> %~e propose to provide qu~ified engineering tec~ici~s to perform the <br />Collowing reporting, test~g ~d inspection se~ices which ~e e~ected to <br />r~uired on this pro~ect: <br /> <br />Soils <br /> <br /> - Monito~ undercutting of dam s~ructu~e to approximate gra~es shown on <br /> plus {/ncludinE shell ~ core). Carefully in~e=t sGils at <br /> ~epths to ~ete~ine if ~e soils ~e suitable or if ~urther excavation <br /> <br /> - Con~uc~ laboratory classification tests of the proposed fill soils. <br /> <br /> - Conduc~ laboratory Proctor compaction tests on representative fill soils. <br /> <br /> - ~n~uct ~-place fiel~ ~ensity ~ moisture con~ tests to veri~ the <br /> percen~ compaction and moisture content of th~ in-place fill, Tes~ <br /> frequ~c~ to ~ approximately one test ~r ~ cy of m~s fill. Tes~in <br /> to be more ~requen~ where han~ compaction aroun~ pipes and concrete <br /> st~c~res, etc. is requital. <br /> <br /> - Perform moisture content tests of proposed fill soils from the borrow <br /> <br /> - soils ~ tes~K ectivi~ies to ~e app~prtate <br /> Re~rC <br /> d~ly <br /> ins~ction <br /> project representatives ~d contractor on a ~eekl~ basis. Daily <br /> ins~ction r~rts ~ill ~ sat by f~ copy to ~R ~ee~in~, Inc. <br /> <br /> ~W ENGINEERIN~ <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.